[1] 王伟华,刘克飞,李培刚.长大坡道桥上单元板式无砟轨道纵向力学特性分析[J].铁道工程学报,2011(2):65-70.
WANG Wei-hua, LIU Ke-fei, LI Pei-gang. Analysis of longitudinal mechanics behaviour of ballastless slab track on long grade bridge[J]. Journal of Railway Engineering Society, 2011(2): 65-70.(in Chinese)
[2] 沈彬然,王 冠,刘 浩,等.桥上纵连板在制动力作用下梁轨相互作用影响分析[J].铁道建筑,2016(3):127-130,146.
SHEN Bin-ran, WANG Guan, LIU Hao, et al. Analysis of girder-rail interaction under braking effect of longitudinal connected slab on bridge[J]. Railway Engineering, 2016(3): 127-130, 146.(in Chinese)
[3] 徐庆元,张旭久.高速铁路博格纵连板桥上无砟轨道纵向力学特性[J].中南大学学报(自然科学版),2009,40(2):526-532.
XU Qing-yuan, ZHANG Xu-jiu. Longitudinal forces characteristic of Bogl longitudinal connected ballastless track on high-speed railway bridge[J]. Journal of Central South University(Science and Technology), 2009, 40(2): 526-532.(in Chinese)
[4] 闫 斌,戴公连.考虑加载历史的高速铁路梁轨相互作用分析[J].铁道学报,2014,36(6):75-80.
YAN Bin, DAI Gong-lian. Analysis of interaction between continuously-welded rail and high-speed railway bridges considering loading-history[J]. Journal of the China Railway Society, 2014, 36(6): 75-80.(in Chinese)
[5] 蔡小培,高 亮,孙汉武,等.桥上纵连板式无砟轨道无缝线路力学性能分析[J].中国铁道科学,2011,32(6):28-33.
CAI Xiao-pei, GAO Liang, SUN Han-wu, et al. Analysis on the mechanical properties of longitudinally connected ballastless track continuously welded rail on bridge[J]. China Railway Science, 2011, 32(6): 28-33.(in Chinese)
[6] 方 利,王志强,李成辉.简支梁桥上CRTSⅡ型板式无砟轨道制动力影响因素分析[J].铁道学报,2012,34(1):72-76.
FANG Li, WANG Zhi-qiang, LI Cheng-hui. Analysis on influencing factors of braking force of CRTS Ⅱ ballastless track slab on simply-supported beam bridges[J]. Journal of the China Railway Society, 2012, 34(1): 72-76.(in Chinese)
[7] 徐庆元,陈秀方,李树德.高速铁路桥上无缝线路纵向附加力研究[J].中国铁道科学,2006,27(3):8-12.
XU Qing-yuan, CHEN Xiu-fang, LI Shu-de. Study on the additional longitudinal forces transmission between continuously welded rails and high-speed railway bridges[J]. China Railway Science, 2006, 27(3): 8-12.(in Chinese)
[8] YAN Bin, DAI Gong-lian, GUO Wen-hua, et al. Longitudinal force in continuously welded rail on long-span tied arch continuous bridge carrying multiple tracks[J]. Journal of Central South University, 2015, 22(5): 2001-2006.
[9] 木东升,周 宇,韩延彬,等.轨道综合作业对高速铁路有砟轨道几何不平顺改善效果[J].交通运输工程学报,2018,18(5):90-99.
MU Dong-sheng, ZHOU Yu, HAN Yan-bin, et al. Effect of track comprehensive maintenance on geometry irregularity improvement of ballast track in high-speed railway[J]. Journal of Traffic and Transportation Engineering, 2018, 18(5): 90-99.(in Chinese)
[10] RUGE P, BIRK C. Longitudinal forces in continuously welded rails on bridgedecks due to nonlinear track-bridge interaction[J]. Computers and Structures, 2007, 85(7/8): 458-475.
[11] DAI Gong-lian, LIU Wen-shuo. Applicability of small resistance fastener on long-span continuous bridges of high-speed railway[J]. Journal of Central South University, 2013, 20(5): 1426-1433.
[12] 吴定俊,石 龙,李 奇.梁轨纵向位移阻力系数双弹簧模型研究[J].工程力学,2015,32(10):75-81.
WU Ding-jun, SHI Long, LI Qi. A double-spring model for longitudinal displacement-resistance relationship of fasteners in rail-bridge interaction analysis[J]. Engineering Mechanics, 2015, 32(10): 75-81.(in Chinese)
[13] 周 宇,木东升,邝迪峰,等.城市轨道交通钢轨磨耗和裂纹萌生分析与选型建议[J].交通运输工程学报,2018,18(4):82-89.
ZHOU Yu, MU Dong-sheng, KUANG Di-feng, et al. Analysis on rail wear and crack initiation and recommendation on rail selection in urban rail transit[J]. Journal of Traffic and Transportation Engineering, 2018, 18(4): 82-89.(in Chinese)
[14] 吴亮秦,吴定俊,李 奇.城市轨道交通桥梁列车制动力试验研究[J].铁道学报,2012,34(3):88-93.
WU Liang-qin, WU Ding-jun, LI Qi. Experiment study on braking force for urban rail transit bridge[J]. Journal of the China Railway Society, 2012, 34(3): 88-93.(in Chinese)
[15] TOTH J, RUGE P. Spectral assessment of mesh adaptations for the analysis of the dynamical longitudinal behavior of railway bridges[J]. Archive of Applied Mechanics, 2001, 71(6/7): 453-462.
[16] 李宏年,朱 晞,季文玉.PC简支梁铁路桥承受制动力的动力分析[J].铁道学报,2000,22(4):64-67.
LI Hong-nian, ZHU Xi, JI Wen-yu. Dynamic analysis of simply supported PC beam railway bridges under braking force[J]. Journal of the China Railway Society, 2000, 22(4): 64-67.(in Chinese)
[17] 潘 鹏,雷晓燕,张鹏飞,等.制动荷载作用下桥上无砟轨道动力响应分析[J].铁道科学与工程学报,2017,14(11):2309-2322.
PAN Peng, LEI Xiao-yan, ZHANG Peng-fei, et al. Dynamic response analysis of ballastless track on bridge under braking load[J]. Journal of Railway Science and Engineering, 2017, 14(11): 2309-2322.(in Chinese)
[18] 朱志辉,闫铭铭,徐智伟,等.制动工况下高墩铁路桥梁纵向动力响应研究[J].铁道工程学报,2017(5):52-58.
ZHU Zhi-hui, YAN Ming-ming, XU Zhi-wei, et al. Response analysis of railway bridge with high piers due to vehicle braking[J]. Journal of Railway Engineering Society, 2017(5): 52-58.(in Chinese)
[19] JU S H, LIN H T. A finite element model of vehicle-bridge interaction considering braking and acceleration[J]. Journal of Sound and Vibration, 2007, 303(1/2): 46-57.
[20] 程 潜,张 楠,夏 禾,等.考虑制动条件的高速列车-轨道-桥梁系统动力响应分析[J].中国铁道科学,2013,34(1):8-14.
CHENG Qian, ZHANG Nan, XIA He, et al. Dynamic response analysis of vehicle-track-bridge system considering braking conditions for high-speed railway[J]. China Railway Science, 2013, 34(1): 8-14.(in Chinese)
[21] 沈锐利,王江浩.铁路悬索桥在制动力作用下的动力响应分析[J].桥梁建设,2016,46(6):24-28.
SHEN Rui-li, WANG Jiang-hao. Analysis of dynamic responses of railway suspension bridge under action of train braking force[J]. Bridge Construction, 2016, 46(6): 24-28.(in Chinese)
[22] YANG Y B, WU Y S. A versatile element for analyzing
vehicle-bridge interaction response[J]. Engineering Structures, 2001, 23(5): 452-469.
[23] 吕 龙,李建中.列车制动和运行下大跨度公铁两用斜拉桥纵向振动分析[J].铁道学报,2017,39(3):90-95.
LYU Long, LI Jian-zhong. Study on longitudinal vibration of long-span rail-cum-road cable-stayed bridge induced by train braking and running[J]. Journal of the China Railway Society, 2017, 39(3): 90-95.(in Chinese)
[24] 陈士安,杨 鑫,姚 明,等.紧急制动工况下电磁式磁轨制动器极靴磨损计算方法[J].交通运输工程学报,2017,17(1):82-92.
CHEN Shi-an, YANG Xin, YAO Ming, et al. Pole shoe abrasion calculation method of electromagnetic track brake under emergency braking condition[J]. Journal of Traffic and Transportation Engineering, 2017, 17(1): 82-92.(in Chinese)
[25] 蒋吉清,王永安,魏 纲,等.基于剪力铰的浮置板轨道减振性能优化分析[J].中国铁道科学,2017,38(4):15-23.
JIANG Ji-qing, WANG Yong-an, WEI Gang, et al. Optimum analysis of vibration reduction performance for floating slab track based on shear hinge[J]. China Railway Science, 2017, 38(4): 15-23.(in Chinese)
[26] ZHAI Wan-ming, SUN Xiang. A detailed model for investigating vertical interaction between railway vehicle and track[J]. Vehicle System Dynamics, 1994, 23(S1): 603-615.
[27] 杨静静,张 楠,夏 禾.车轨耦合振动中4种轮轨竖向接触模型的适用性比较分析[J].中国铁道科学,2016,37(6):11-20.
YANG Jing-jing, ZHANG Nan, XIA He. Comparative analysis on applicability of four wheel-rail vertical contact models for coupling vibration of vehicle-track system[J]. China Railway Science, 2016, 37(6): 11-20.(in Chinese)
[28] 朱志辉,王力东,龚 威,等.多种垂向轮轨关系的对比及改进的车-线-桥系统迭代模型的建立[J].中南大学学报(自然科学版),2017,48(6):1585-1593.
ZHU Zhi-hui, WANG Li-dong, GONG Wei, et al. Comparative analysis of several types of vertical wheel/rail relationship and construction of an improved iteration model for train-track-bridge system[J]. Journal of Central South University(Science and Technology), 2017, 48(6): 1585-1593.(in Chinese)
[29] 张 楠,夏 禾,程 潜,等.制动力作用下车辆-车站结构耦合系统分析[J].振动与冲击,2011,30(2):138-143.
ZHANG Nan, XIA He, CHENG Qian, et al. Analysis method for a vehicle structure coupled system under braking force[J]. Journal of Vibration and Shock, 2011, 30(2): 138-143.(in Chinese)
[30] 何越磊,李再帏,盛春玲,等.不同地铁线路条件下轨道谱的特性分析[J].铁道工程学报,2014(8):99-104.
HE Yue-lei, LI Zai-wei, SHENG Chun-ling, et al. Characteristic analysis of track spectrums of different subway line conditions[J]. Journal of Railway Engineering Society, 2014(8): 99-104.(in Chinese)
[31] 李再帏,练松良,李秋玲,等.城市轨道交通轨道不平顺谱分析[J].华东交通大学学报,2011,28(5):83-87.
LI Zai-wei, LIAN Song-liang, LI Qiu-ling, et al. Characteristic analysis of track irregularity spectrum of urban rail transit[J]. Journal of East China Jiaotong University, 2011, 28(5): 83-87.(in Chinese)
[32] 徐庆元.短波随机不平顺对列车-板式无砟轨道-桥梁系统动力特性影响[J].土木工程学报,2011,44(10):132-137.
XU Qing-yuan. Influence of short-wave random irregularity on the dynamic characteristics of train-slab track-bridge system[J]. China Civil Engineering Journal, 2011, 44(10): 132-137.(in Chinese)
[33] 李 斌,刘学毅.基于随机振动理论的我国中高速铁路有砟轨道设计轮载研究[J].铁道学报,2010,32(5):114-118.
LI Bin, LIU Xue-yi. Study on designed dynamic wheel loads of middle-speed and high-speed railways in China based on theory of random vibration[J]. Journal of the China Railway Society, 2010, 32(5): 114-118.(in Chinese)